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高层建筑桩箱(筏)基础沉降机理分析
引用本文:董建国,赵忠.高层建筑桩箱(筏)基础沉降机理分析[J].同济大学学报(自然科学版),1997,25(6):663-668.
作者姓名:董建国  赵忠
作者单位:[1]同济大学地下建筑与工程系 [2]铁道部第一勘测设计院
摘    要:充实、完善文献[1]的高层建筑桩箱(筏)基础的沉降计算简易理论,以考虑桩箱(筏)基础与地基的共同作用,并编制高层建筑桩箱(筏)基础沉降计算程序--DZ程序,通过微机计算分析,对桩箱(筏)基础的一些影响因素进行探讨,得到一些设计人员感兴趣的结果,例如荷载与沉降、桩数与沉降等关系。该法简单、方便、能手算,有利于设计人员的应用。

关 键 词:高层建筑  沉降机理分析  基础沉降  桩箱基础

Analysis of Settlement Mechanism of Piled Box (Raft) Foundation for Tall Buildings
Dong Jianguo.Analysis of Settlement Mechanism of Piled Box (Raft) Foundation for Tall Buildings[J].Journal of Tongji University(Natural Science),1997,25(6):663-668.
Authors:Dong Jianguo
Abstract:In order to consider the interaction between piles and the box (raft),this paper attempts to perfect a simple theory method mentioned in literature 1].The DZ program has been used to study the influence factors for analysingsettlement of piled box (raft) foundation, and the good results such asload- settlemend, number of piles- settlement and so on, in which the designer isinterested, are obtained. This method presented here is feasible, simple andconvenient in practice.
Keywords:Piled box (raft) foundation  Settlement mechanism  Final settlement
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